05-1298(2)-018JOHN R. MEDINA & ASSOC.
A R C H I T E C T S
ALHAMBR/,
BARREL TILE
IN MORTAR
+24%6' AIHAIIABRAAIHAM RA
BED PP.
Top Of Roof BARREL TI D Ip
IN MORTAR BED - '
(TYR) V
CHI E
+ 21'-T' STUCCO ON 8" CMU
KEYSTO
Top
Of J CONC. WALL DETAIL REF Beam Second Floor - 1 (REFER TO TO DETAIL 15
ld ELEVATIONS FOR ON A-6.7
KEYSTONE FINISH AND CONCRETE
DETAIL REFS THICKNESS). TYR. SLAB. SEE
TO DETAIL IS DETAILS ON
ONA-6.7 SEE DOORS STRUCTURAL SEE WINDOW -
SCHEDULE ON SCHEDULE ON
DRAWING. SHEETA-BA
SEE WINDOW SHEET A-8.1
SCHEDULE ON CONCRETE
+ SHEET A-8.1
BEAM. SEE
STRU
Top of Tie Beam Uving Room DRAWING. URAL
ALHAMBRAALHAMBRA STUCCO ON at, CMU
BARREL 11 J CONC. WALL
IN MORTAR BED 51X DRYWALL NEW R-30 tREFER TO ALHAIALRA
(1YP) KEYSTONE OVER MTL HIGH INSULATION ELEVATIONS FOR BARRTL BLE--N
12 DETAIL HATS 0 T O.C. FINISH AND IN MORTA:i BED
3 G`> THICKNESS). TYR. (iYP)
+ 11'-9
Top of Finish Floor. \
SMOOTH
STUCCO.
EXPOSED RAFTERS
"-'- WITHIN SPACE
Rg PROVIDED. PP.)
SEE DOORS
j
SCHEDULE ON
SHEET AA.1
I LIVING ROOM
1 I;'
1 I i I KITCHEN
SEEFINLSH
SCHEDULE ON
t! I
SHEEF AA.1
1 ,i t - i LILT 1•! WK,
t( I CONCRETE F CONCRETE_SLAB. SEE I SLAB.SEE
ETAILS ON
DETAILSON - STD UC URAL
-0'-6" ( _ STRUCTURAL DRAWING.
Adjacent grade. , I qll ; j DRAWING' a
I 1 ( I I 11=a1
FOOTING.
FOOTING. REFER TO
REFER TO STRUCTURAL
STRUCTURAL DWGS.
DWGS.
SECTION 4
SCALE: 3/16"=1' 0"
ALHAMBRA
ALHAMBRA SLAB. SEE
z
BARREL TILE
WATER PROOFING BARREL IT DETAILS ON
SISTEM. SEE SPECS. ON
A-3.1
+24'-6"
IN MORTAR BED
TyP)�
—�'
IN MORTAR BED STRUCTURAL
SHEETA-6.1 PP.) RAW
Top of Roof
-
4
Flo H M 0 N H N 9
+ 27-1 1"
Top of slab
5/B^
JOIST, REFER TO
5/8" DRYWALL ON 1/T
DRYWALL
STRUCTURAL
CHANNESLS 4 16" O.C.
DRAWING.
KEYSTONE
X
DETAIL. REFER
SEE DOORS
0
TO DETAIL 15
SCHEDULE ON
E
11 ON A-6.7
SEE WINDOW
SHEETA-8_I
SF DOOR
SCHEDULE ON
SCH ULE ON
Q
A 6.6
SHEEFA$.1
BEDROOM
SH A-8.1
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ALHAMBRA
(1)
BARREL TILE
SEE FINISH
CONCR
N MORTAR BED
SCHEDULE ON
SLAB. SEE
9)
PP)
SHEET A-8.
DEIAISON
O
IIAI RAL
( O
DRAWING.
N
Top of finish Floor
CONCRETE
5/8" DRYWALL
ON 2 1/T
CONCRETE
BEAM. SEE
CHANNESLS
BEA. SEE
M
STUCCO ON X CMU
DETAILS ON
16" O.C.
DETAILS ON
/ CONC. WALL
CONCRETE
STRUCTURAL
STRUCTURAL
(REFER TO
0
BEAM. SEE
DRAWING.
1
DRAWING.
FOR
DETAILS ON
FINISH AND
STRUCTURAL
THICKNESS). TYR.
Q
DRAWING.
-+-
SEE DOORS
C
SCHEDULE ON
P
SHEETA-8.1
LLWA
GREAT ROOMBREEZEWAY
SEE DOORS
/
SCHEDULE ON
ORNAMENTAL J
SHEET A-83
COLUMN. SEE
SEE FINIS
DETAIL 18-A,
SCHEDULE ON
;
ON TO SHEETPOOL
DECK
O`-0"
SHEET A$.I
_'____-
CONCRETE
1 1 I
¢
SLAB. SEE-
• I
I
DETAILS ON
!- - r,'
FL.'.
18
1Y 6..
STRUCTURAL
_
1
DRAWING.
I
- A-6.7
Adjacent grade.
(
;f
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-
FOOTING.
FOOTING.
FOOTING.
FOOTING.
REFER TO
REFER TO
REFER TO
REFER TO
STRUCTURAL
STRUCTURAL
STRUCTURAL
STRUCTURAL
DWGS.
DWGS.
DWGS.
DWGS.
SECTION 3
SCALE: 3/ 16If=1 '
0if
CONCRETE
BEW. SEE
STRUCTURAL
DRAWING.
SEE FINISH
SCHEDULE ON
SHEET A-8.l
FOOTING.
IZER TO
STRUCTURAL
DWGS.
SLAB. SEE
�.
DET,ARS ON
STRUCTURAL �y�•ATER
- DRAWI G.T"" PR0OH4G_1 r.C_-�.
L 7 SISTEM. SEE
G.C. TO CENTER
SPECS. ON _J
EXPOSED
CONCRETE
SHEET A-6.1
RAFTERS WITHIN
BEAM. SEE
lrYP•)
SPACE
STRUCTURAL
-
PROVIDED. (TYR.)
DRAWING.
r B w
ALHAMBRA
STUCCOON
,JOIST, REFER TO
BARREL ill
CMU / CONC.
!STRUCTURAL 518" DRYWALL NEW R-30
IN MORTAR BED
WALL (REFER
!DRAWING. OVER MR HIGH iNSILATION
(TYP)
TO ELEVATIONS)
HATS 0 B" O.C.
GREAT ROOM
5(B"GYPSUM
--
-
WALLBOARD.
-
EE DOORS
SCHEDULEON--
- --- -
-
SHEET A-8.I I \ () EE DOORS B" CMU
METAL STUDS 0 $CHEDU0 ON
24" O.C. yyp l r
SLAB. SEE
DETAILS ON
STRUCTURAL
DRAWING.
FOOTING.
REFER TO
STRUCTURAL
DWGS.
FOOTING.
REFER TO
STRUCTURAL
DWGS.
BEAM. SEE
STRUCTURAL
DRAWING.
TERRACE
PROOFING
MEMBRANE
PRIOR TO TILE
4901 S.W.75th Avenue
Miami, Florida 33155
T 305.740.0554
F 305.740.5355
jrmainc@bellsouth.net
r0 PROOFING
SLAB. SEE SISTEM. SEE
CONCR
DETAILS ON SPECS. ON
BEAM. SEE
-LwA, STRUCTURAL SHEET A-6.1
STRUCTURAL
DRAWING. -� TTYF7-�
DRAWING.
+2Z-6P
Top of Beam
Guess Room.
JOIST, REFER TO
STUCCO ON CMU /
IFf, STRUCTURAL NEIN R-30
CONC. WALL (REFER
ON 2 1/T DRAWING. INSULATION
TO ELEVATIONS FOR
CHANNESLS 0
FINISH AND
IS O.C.
THICKNESS).
GUESSROOM
FURRING STRIPS
HSUATIONRAro
REVISIONS DATE BY
1/T DRYWALL
REINF. CMU
(TYR-)
CONCRET CO REF
SLAB. SEE S B. SEE
DETAILS ON DET LS ON
STRUCTURAL STRU TURAL
CONC. SLAB.
DRAWING. D NG.
+11'-9"
-
-TOP of Finish HOOT.
CONCRETE
BEAM. SEE
STRUCTURAL
NEW R-30 51T DRYWALL
DRAWING,
INSULATION ON 2 1/7
CHANNESLS Q
I6" O.C.
/^'
CV
GARAGE
00
o
SEE FINISH
REINF. CMU/
CONIC -WALL
SCHEDULE ON
PP.)
+Q Q
SHEET AA.1
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—
Finish Floor.
' `
CONCRETE
SLAB. SEE 1 �"
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-0'_4"
DETAILS ON
1
Garage FF. OF
STRUCTURAL Ir
DRAWING.
FOOTING.
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REFER TO
AL
STRUCTURAL
DINGS.
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Drawings and Specifications as instrument of M R & M RS .
service are and shall remain the property of
the Architect and shall remain the property ES P I N OSA
of iTe Architect whether the project for
which they were made is executed or not. RESIDENCE.
They are not to be used in any manner on
other projects or extensions to this project
except by agreement in writing and with the MR. & MRS. ESPINOSA
appropriate compensation to the Architect. 6864 SW 68 th ST.,
Reproduction of drawings and Miami, FL 33155
specifications without the written consent of Mr. Patricia Espinosa.
the Architect is prohibited. 305.
SECTIONS SCALE: 3/16"=1'-0"
DATE: 05-07
DRAWN: CAP